[1]
Berto. L. Saetta. A. Scotta. R Vitaliani. R. 2001. An orthotropic damage model for non-linear masonry walls analysis: irreversible strain and friction effects. In: Proceedings of the III International Seminar Structural Analysis of Historical Construction. 7–9 November.
Google Scholar
[2]
Berto. L. Saetta. A. Scotta. R. Vitaliani. R. An orthotropic damage model for masonry structures. Int. J. Numer. Method Eng. 2002. 55 (22). 127–157.
DOI: 10.1002/nme.495
Google Scholar
[3]
Callerio. A. Papa. E. An elastic–plastic model with damage for cyclic analysis of masonry panels. In: Pande. Middleton. Kralj. (Eds. ). Computer Methods in Structural Masonry-4. E&FNSpon. London. (1998).
DOI: 10.1201/9781482272062-3
Google Scholar
[4]
Page. A.W. Finite element model for masonry. J. Struct. Div. ASCE. 1978. 104 (ST8). 1267–1285.
DOI: 10.1061/jsdeag.0004969
Google Scholar
[5]
Lofti. H.R. Shing. B.P. Interface model applied to fracture of masonry structures. J. Struct. Eng. ASCE 1994. 120 (1). 63–80.
DOI: 10.1061/(asce)0733-9445(1994)120:1(63)
Google Scholar
[6]
Lourenco. P.B. Computational Strategies for Masonry Structures. Delft University Press. Delft. The Netherlands. (1996).
Google Scholar
[7]
Lihui Yang. Experimental Study on Seismic Resistance and Numerical Analysis of Progressive Collapse for Brick Masonry House. Doctoral dissertation. Beijing Jiaotong University. 2011. 3.
Google Scholar